EP1118737A2 - Caveau funéraire - Google Patents

Caveau funéraire Download PDF

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Publication number
EP1118737A2
EP1118737A2 EP01107209A EP01107209A EP1118737A2 EP 1118737 A2 EP1118737 A2 EP 1118737A2 EP 01107209 A EP01107209 A EP 01107209A EP 01107209 A EP01107209 A EP 01107209A EP 1118737 A2 EP1118737 A2 EP 1118737A2
Authority
EP
European Patent Office
Prior art keywords
chamber
burial
support walls
floor
walls
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP01107209A
Other languages
German (de)
English (en)
Other versions
EP1118737A3 (fr
Inventor
Günter Ackermann
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=27202561&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1118737(A2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Priority claimed from DE19914118408 external-priority patent/DE4118408A1/de
Priority claimed from DE9109652U external-priority patent/DE9109652U1/de
Priority claimed from DE9109653U external-priority patent/DE9109653U1/de
Application filed by Individual filed Critical Individual
Publication of EP1118737A2 publication Critical patent/EP1118737A2/fr
Publication of EP1118737A3 publication Critical patent/EP1118737A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H13/00—Monuments; Tombs; Burial vaults; Columbaria

Definitions

  • gas passages which are designed so that leachate not in the gas lock and through this into the Burial chamber can penetrate.
  • this burial chamber narrow ceiling tile that always remains in this place. It serves as a support plate for a foundation block for the Shot of a gravestone.
  • This well-known burial chamber has some disadvantages.
  • One of Disadvantages is that their chamber rings are loosely placed on top of each other and the bottom chamber ring are loose on the base plate lies on. There is also a in the base plate Opening above a bone pit, which is only loose by means of a plate is covered. The ceiling tiles also lie loosely on the top chamber ring. This can cause leachate penetrate into the burial chamber from the surrounding area, from high groundwater or stratified water remain silent. This can cause the process of decay in the burial chamber be significantly affected. In practice also very often omitted the base plate, so that the Burial chamber also from below for the penetration of water, in particular of groundwater and backwater, is open.
  • Another major disadvantage of this burial chamber is in that at each subsequent opening of the grave for subsequent burial or the earth cover for burial again cleared away with the planting on it and set aside must be created and that after burial the Earth cover can be applied again on the burial chamber got to.
  • the planting must also be cleared first and are practically completely renewed. That causes at each subsequent burial a significant one Workload with corresponding costs. This creates often also additional costs for an at least partial Replacement of the planting if it is removed suffered.
  • the earth cover must be outside the Ground plan area of the burial chamber are removed. Moreover must in this area, i.e. from the top of the burial chamber to the earth level, a hem formwork to be installed, the the collapse of the earth around the burial chamber prevented. This hem formwork must again afterwards be removed, both when installing and removing corresponding work required and accordingly Costs.
  • this burial chamber is use as a recessed burial chamber in which two superimposed chamber areas are available for Place the second coffin above the one already in the Lower coffin located in the burial chamber Support rods required to place the upper coffin on it can be.
  • This has the further disadvantage that at the second burial the burial chamber into the lower chamber area is open and that the lower coffin is fully visible, regardless of the Condition of the coffin and its contents. The same applies to the exhalations that may emanate from the lower coffin the decomposition process. This is particularly uncomfortable if this process of decay is due to the temporal Distance from the previous burial is in full swing. This allows for the participants in the second burial just unreasonable conditions occur.
  • This burial chamber Another disadvantage of this burial chamber is that after the refilling of the earth cover a setting of the soil is inevitable. Therefore, this earth cover must a certain time either from what was left at first Excavation or supplemented with otherwise obtained soil become. This fact also has the disadvantage that the planting was only reintroduced after this setting time can be. Otherwise one must be used immediately Planting removed in between and after Complement the earth cover to be reintroduced.
  • the invention has for its object a burial chamber to create prefabricated parts that are relatively simple is to be built in, the trouble-free decomposition process enables and easier at subsequent burials and easier and with less labor and cost possible are.
  • the longitudinal support walls have a greater length, can hold a whole group of burial chambers within the retaining walls be accommodated.
  • the longitudinal support walls are equal to the length of the chamber parts, are the longitudinal support walls in this height range on the Parts of the chamber.
  • the retaining walls are built in and then in place and Position, make sure that if one of the Burial chambers for burial, especially for subsequent burial, is opened, no soil from the area in fall into the burial chamber or even in large quantities can break in. This is after installing the retaining walls and the burial chambers in the outside area no earthworks more needed.
  • the lid of the burial chamber is designed as a trough is housed in the earth cover for the gas lock is both as a gas filter and as a planting soil for planting can be used for any subsequent Burial of the trough serving as a lid with all of it Content lifted and apart for the time of burial be stored.
  • the planting remains completely undisturbed, since they are neither removed nor stored separately must become.
  • Trough properly maintained. Neither are they other earthworks required, such as that with the known Burial chamber is necessary. It goes without saying the area around the gas lock is also untouched. The gas lock is therefore not at risk of damage. It the subsequent refilling of the Earth cover with the corresponding personnel expenditure and Expense. There is no need to replant the grave as well.
  • the Any number of available burial chambers enlarge.
  • the support walls set up at the same level as the chamber rings become.
  • the retaining walls are not only made up of the filling material supported from the outside but at the same time also complaining what their stability is greatly increased.
  • the support walls by the weight of the Burial chambers weighed down, so that also their stability is increased.
  • Spacer ensures that the chamber rings or Floor trays are not accidentally too close together are set up and therefore their troughs too dense stand side by side, which makes lifting and sitting down of a single trough could be difficult.
  • the spacers not be used separately.
  • the Kemmerrings or Floor trays hold the right mutual ones by themselves Distance, while also supporting each other, so that unevenness of the surface on which it is placed not to an inclination of adjacent chamber rings or floor trays.
  • an embodiment according to claim 11 can local irregularities of the bottom of the pit for the Burial chambers, in particular locally different load capacities of the ground, through which the foot thresholds balance, because the thresholds are much longer than the width of the individual chamber rings or floor trays can. Especially with an overlapping arrangement of the Thresholds practically result in one Leveling of the contact surface of the chamber rings or floor trays.
  • the burial chamber 160 shown in FIG. 1 has one Chamber part in the form of a floor pan 161 and a trough 162 on.
  • the trough 162 serves as a cover for the floor pan 161.
  • the floor pan 161 has an annularly closed peripheral wall 163, which has a rectangular plan area. At the a bottom 164 connects to the lower end of the peripheral wall 163, which is made in one piece with the peripheral wall 163 is.
  • the floor pan 161 is made of reinforced concrete.
  • the upper edge of the floor pan 161 is encircling Edge profile 165 provided. It is through a gutter 166 formed, which has a V-shaped cross section. she is arranged symmetrically to the center plane of the peripheral wall 163.
  • the trough 162 is designed similar to the floor pan 161. He has an annular closed peripheral wall 167 and one Bottom 168 produced in one piece therewith. His top Edge 169 is flat. At the bottom of the bottom 168 is in the continuation of the peripheral wall 167 a peripheral edge profile 171 available, as a counter profile to the upper edge profile 165 of the floor pan 161 is formed. It is through a circumferential roof-shaped rib 172 is formed, the fits exactly into the groove 166.
  • the trough 162 has a certain clear height, which in general is about 60 cm. At a certain height above that Bottom 168, trough 162 has a series of drainage openings 173 on. The trough 162 takes an earth cover 174 on.
  • Gas locks are arranged in the trough 162, which is a gas and air exchange between the interior of the Allow burial chamber 160 and the surrounding area.
  • the floor trays 161 a spacer on each of its long sides 175 on. It is designed as a rib 176 and with the Circumferential wall 163 made in one piece.
  • the ribs 176 start a certain distance above the bottom of the Bottom 164 and also end a certain distance below the upper edge of the peripheral wall 163 (Fig. 2).
  • the Ribs 176 are aligned vertically.
  • the Bottom tray 161 is designed to be symmetrical on the envelope. This supports two adjacent burial chambers 160 on their long sides alternately against each other from (Fig. 4).
  • Fig. 4 is the group of burial chambers 160 surrounded by two pairs of retaining walls, each in pairs are aligned parallel to each other and with each other are aligned at right angles to each other.
  • longitudinal support walls 181 Support walls referred to as transverse support walls 182. From the latter only one is shown in FIG. The other is as to be seen standing outside the drawing sheet.
  • the longitudinal support walls 181 a mutual distance in the height range the floor pan 161 is equal to the length of the floor pan 161.
  • the wall section 181.1 located in this height range lies with its wall surface facing the burial chamber 160 183 on the outside of the floor pan 161, namely their narrow side, immediately.
  • the wall section 181.2 of the trough 162 is the wall surface 184 against the wall surface 183 by a certain one Measure about 2 to 3 cm, so that between the Wall section 181.2 and the outside of the trough 162 corresponding gap 165 remains open. This will make it Lifting and lifting the trough 162 and reinserting it and depositing the trough 162 on the floor pan 161 facilitated.
  • the gap between the trough and the retaining walls can also be created in that the Outside of the peripheral wall 167 by a corresponding amount is reset and the support walls 181 and 182 continuously have flat wall surfaces.
  • the transverse support walls 182 are between the two longitudinal support walls 181 arranged.
  • the width of the transverse support walls 182 is therefore equal to the clear distance of the longitudinal support walls 181. Da this distance for the wall sections 181.1 and 181.2 is of different sizes, the transverse support wall 182 also has a different width (Fig. 5).
  • the one below Wall section 182.1 has a width that is equal to the distance of the wall surfaces is 183.
  • the wall section 182.2 has one Width, which is equal to the distance between the wall surfaces 184.
  • the transverse support wall 182 In view of that adjacent to the transverse support wall 182 Grave chamber 160 (Fig. 4) only one spacer in The shape of the rib 176 is present, the transverse support wall 182 also provided with a spacer 187, which as in the bottom tubs 161 is formed as a rib 188 and in generally the same shape as the ribs 176, in each But the same height as this one.
  • the transverse support wall 182 without executing their spacer 187 and remove it if necessary.
  • it is the wall surface 191 of the wall section facing the burial chambers 160 182.2 by a certain amount of about 2 to 3 cm opposite the wall surface 192 of the wall section 182.2 reset like that regarding the wall surfaces of the inside of the longitudinal support walls 181 has been explained. If this If this does not occur, the transverse support wall 182 can pass over it entire height have a constant wall thickness.
  • Fig. 1 and Fig. 5 is a modification of the longitudinal support walls 181 and the transverse support walls 182 indicated by dash-dotted lines.
  • This modification relates to a baseboard 193 the longitudinal support walls 181 and a skirting 194 in the Cross support walls 182.
  • These baseboards are general on the outside of the Retaining walls arranged. If necessary, they are with the relevant support wall made in one piece, it also It is appropriate that the steel reinforcement of the retaining wall at least a certain distance up to the baseboard continued into it. Meet these baseboards two tasks. Firstly, they increase the footprint or bottom surface of the associated retaining wall, whereby is caused by the weight of the retaining wall Surface pressure in the floor below the retaining wall decreased. On the other hand, they increase the stability of the assigned retaining wall by acting on it Weight force of the above the baseboard Padding material.
  • cover plates 201 are provided for this are similar to the cover plates 196 and with a Web part are provided, which is matched to the gap 185 is. These cover plates 201 also expediently extend on the one hand up to the inner edge 202 of the transverse wall 203 of the trough 162 and on the other hand to the outer edge 204 of the longitudinal support wall 181.
  • the burial chambers 160 rest on thresholds 205. These are arranged in two rows parallel to the longitudinal support walls the group of burial chambers 160 are aligned.
  • the Bumps 205 have a length that is a multiple of that Width of the burial chambers 160.
  • the thresholds 205 can be arranged one behind the other in their longitudinal direction be cursed with each other. It is more convenient arrange them laterally offset and at the same time in to arrange their longitudinal direction so that they partially each other overlap (Fig. 9). It is appropriate that the Overlap area in the area of the long side of a burial chamber 160 is located (Fig. 9).
  • the support walls 207 used here the height of the thresholds 205 higher than the burial chambers 160 executed so that its upper edge 208 again same height with the upper edge 169 of the troughs 162. Otherwise, the support walls 207 are largely the same Support walls 181 and 182 formed.
  • the individual burial chambers 160 have due to the spacers 175 sufficient in the area of their long sides large mutual distance. Through this space this can be done from troughs 162 through the drainage openings 173 (Fig. 1) leaking water, for example Rain water or excess water, without further ado flow away. Since on the narrow sides of the floor troughs 161 Wall section 181.1 of the longitudinal support walls 181 is tight it is expedient in this wall section 181.1 or several continuous drainage grooves from top to bottom 209 to be provided. Then this can also be done in the area of Narrow sides of the troughs 162 leaking water more easily flow away.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Feeding And Watering For Cattle Raising And Animal Husbandry (AREA)
  • Physical Deposition Of Substances That Are Components Of Semiconductor Devices (AREA)
  • Catching Or Destruction (AREA)
  • Pusher Or Impeller Conveyors (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Sewage (AREA)
  • Pens And Brushes (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
EP01107209A 1991-06-05 1992-06-03 Caveau funéraire Withdrawn EP1118737A3 (fr)

Applications Claiming Priority (7)

Application Number Priority Date Filing Date Title
DE4118408 1991-06-05
DE19914118408 DE4118408A1 (de) 1991-06-05 1991-06-05 Grabkammer
DE9109653U 1991-08-03
DE9109652U DE9109652U1 (de) 1991-08-03 1991-08-03 Grabkammer
DE9109653U DE9109653U1 (de) 1991-08-03 1991-08-03 Grabkammer
DE9109652U 1991-08-03
EP92109351A EP0528124B1 (fr) 1991-06-05 1992-06-03 Caveau funéraire

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP92109351A Division EP0528124B1 (fr) 1991-06-05 1992-06-03 Caveau funéraire

Publications (2)

Publication Number Publication Date
EP1118737A2 true EP1118737A2 (fr) 2001-07-25
EP1118737A3 EP1118737A3 (fr) 2002-01-23

Family

ID=27202561

Family Applications (3)

Application Number Title Priority Date Filing Date
EP01107209A Withdrawn EP1118737A3 (fr) 1991-06-05 1992-06-03 Caveau funéraire
EP92109351A Expired - Lifetime EP0528124B1 (fr) 1991-06-05 1992-06-03 Caveau funéraire
EP01107210A Withdrawn EP1118738A3 (fr) 1991-06-05 1992-06-03 Caveau funéraire

Family Applications After (2)

Application Number Title Priority Date Filing Date
EP92109351A Expired - Lifetime EP0528124B1 (fr) 1991-06-05 1992-06-03 Caveau funéraire
EP01107210A Withdrawn EP1118738A3 (fr) 1991-06-05 1992-06-03 Caveau funéraire

Country Status (3)

Country Link
EP (3) EP1118737A3 (fr)
AT (1) ATE207571T1 (fr)
DE (1) DE59209925D1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1469145A1 (fr) * 2003-04-17 2004-10-20 Brunhilde Suckfüll Caveau réutilisable et dispositif pour enterrement

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3537367A1 (de) 1985-10-21 1987-04-23 Gerhard Suckfuell Grabkammer

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE510244C (de) * 1930-10-17 Gustav Gresse Grabsteinunterbau
BE395521A (fr) *
FR48301E (fr) * 1936-10-21 1937-12-27 Caveau monolithe
DE2059547A1 (de) * 1970-12-03 1972-06-08 Freinecker Karl Gruft
FR2133476A1 (en) * 1971-04-14 1972-12-01 Cordier Henri Burial vault construction - using panels having flat and corrugated sheet pref sealed with polyester resin coat
US3772826A (en) * 1971-05-27 1973-11-20 G Ferver Burial crypt and planter
FR2461795A1 (fr) * 1979-07-18 1981-02-06 Augias Francis Cellule mortuaire monoplace a double ventilation exterieure et interieure par appareil purificateur de gaz avec admission d'air forcee et echappement sous faible pression
DE3534327C1 (en) * 1985-09-26 1987-04-02 Franz Fichtl Prefabricated container forming coffin-receiving vault - comprises GRP trough and lid with perimeter holes allowing air circulation
FR2620753B1 (fr) * 1987-09-18 1990-02-02 Tuyaux Bonna Procede de fabrication de caveaux funeraires et caveaux obtenus par ledit procede
US4977652A (en) * 1989-11-13 1990-12-18 Gray Graham Tree forest cemetery
FR2663667A1 (fr) * 1990-06-22 1991-12-27 Cardi Bernard Caveau prefabrique en beton arme.

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3537367A1 (de) 1985-10-21 1987-04-23 Gerhard Suckfuell Grabkammer

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1469145A1 (fr) * 2003-04-17 2004-10-20 Brunhilde Suckfüll Caveau réutilisable et dispositif pour enterrement

Also Published As

Publication number Publication date
EP1118738A2 (fr) 2001-07-25
ATE207571T1 (de) 2001-11-15
EP0528124B1 (fr) 2001-10-24
EP1118737A3 (fr) 2002-01-23
EP0528124A1 (fr) 1993-02-24
EP1118738A3 (fr) 2002-01-23
DE59209925D1 (de) 2001-11-29

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